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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC FIRST | |
| 2 | L2₹3.9 L+₹44,405.48 (13.0%)Rejected-AOC THEERTHAM VADAKKUMBAD P O KANNUR 670105 | KANNUR | KANNUR | KERALA | 670105 | L2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | MANOJ P L2 | JIJUKUMAR V L1 |
|---|---|---|---|---|---|
| 1.00391/2026 Pattarthodithazham Parakkalthazham footpath construction | |||||
| 1.00 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br> (A) Manual Means | 37.05 | cum | 3,748 ₹1,38,863.4 | 3,315.18 ₹1,22,827.42 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 10.84 | cum | 369 ₹3,998.48 | 326.44 ₹3,537.3 Lowest |
| 1.00 | OD357767/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry
with good qualityblasted rubble including packing to compactness to lines and levels
cost of all materials labour charges etc. complete as per direction of
dept. Officers at site.( Modified spec. 60.7.1 of DAR) | 8.79 | cum | 3,181 ₹27,951.45 | 2,814.39 ₹24,730.04 Lowest |
| 1.00 | OD357768/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry
with Dept. Maaterial including packing to compactness to lines and levels,
labour charges etc. complete as per direction of E-in Charge.( Modified spec. 60.7.1 of DAR) | 14.82 | cum | 1,494 ₹22,141.08 | 1,321.71 ₹19,587.74 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 40.46 | cum | 547 ₹22,133.81 | 483.8 ₹19,576.48 Lowest |
| 1.01 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 10.45 | cum | 2,078 ₹21,713.02 | 1,838.06 ₹19,205.89 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 18.58 | cum | 7,990 ₹1,48,422.24 | 7,071.12 ₹1,31,353.13 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
1 Nov 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
LSGD, OLAVANNA
391/2026 Pattarthodithazham Parakkalthazham footpath construction
2025_LSGD_814432_1
AE/OLV/10/25
Open Tender
Civil Works - Roads
Item Rate
240 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹935
Yes
₹10,585
Yes
6 Dec 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
391/2026 Pattarthodithazham Parakkalthazham footpath construction
3.9.2.A:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br> (A) Manual Means
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD357767/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good qualityblasted rubble including packing to compactness to lines and levels cost of all materials labour charges etc. complete as per direction of dept. Officers at site.( Modified spec. 60.7.1 of DAR)
OD357768/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with Dept. Maaterial including packing to compactness to lines and levels, labour charges etc. complete as per direction of E-in Charge.( Modified spec. 60.7.1 of DAR)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
MANOJ P (BID ID -2416825)
Bidder Name
MANOJ P
JIJUKUMAR V
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